Precipitation-Runoff and Streamflow-Routing Models for the ...

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APPENDIX 6. DIFFUSION ANALOGY FLOW MODEL INPUT FILES (FLOW.IN) FOR 11 NETWORKAPPLICATIONS—CONTINUEDTualatin River Network (RM 58.8 to 1.8)—ContinuedBranch 1 has 11 xsecs & routes 1.00 of flow at JNCT 1 to JNCT 2Grd R Mile IOUT Discharge A1 A2 A0 W1 W21 5.1 0 170. 3.00 0.660 120.0 1085. 20.00 0.2602 7.3 0 180. 3.20 0.660 320.0 2019. 23.00 0.2603 8.6 0 175. 3.40 0.660 520.0 2901. 23.00 0.2604 12.4 0 165. 3.40 0.660 720.0 2511. 24.00 0.2605 16.4 0 160. 3.60 0.660 920.0 2876. 25.00 0.2606 19.1 0 180. 3.80 0.660 1120.0 5292. 27.00 0.2607 21.1 0 170. 3.80 0.660 1120.0 8583. 27.00 0.2608 25.8 0 160. 3.80 0.660 1120.0 16601. 27.50 0.2609 25.9 0 160. 3.80 0.660 1120.0 16601. 27.50 0.26010 28.2 0 155. 3.80 0.660 1120.0 22811. 27.50 0.26011 30.6 0Branch 2 has 12 xsecs & routes 1.00 of flow at JNCT 2 to JNCT 3Grd R Mile IOUT Discharge A1 A2 A0 W1 W21 30.6 0 937. 3.80 0.660 1120.0 27128. 27.7 0.262 32.9 0 937. 3.80 0.660 1120.0 29591. 31.5 0.263 33.0 0 937. 3.80 0.660 1600.0 67899. 35.3 0.264 35.7 0 937. 2.00 1.000 1600.0 1830000. 39.1 0.265 48.5 0 937. 2.00 1.000 2440.0 1830000. 42.9 0.266 48.6 0 937. 2.00 1.000 2440.0 1830000. 42.9 0.267 54.3 0 937. 2.20 1.000 2440.0 1200000. 46.8 0.268 57.2 0 937. 2.20 1.000 1800.0 900000. 50.0 0.139 57.3 0 937. 2.20 1.000 1800.0 900000. 50.0 0.1310 60.5 0 937. 4.00 0.660 340.0 291. 64.0 0.1311 62.1 0 937. 3.70 0.660 340.0 189. 64.0 0.1312 63.9Branch 001Grid 001DSN13702Branch 001Grid 003DSN 90Branch 001Grid 004DSN13004Branch 001Grid 006DSN13006Branch 001Grid 008DSN13008Branch 001Grid 009DSN13010Branch 001Grid 010DSN13012Branch 002Grid 002DSN13014Branch 002Grid 003DSN13016Branch 002Grid 004DSN13018Branch 002Grid 005DSN13020Branch 002Grid 006DSN13022Branch 002Grid 007DSN13024Branch 002Grid 008DSN13715Branch 002Grid 009DSN13026Branch 001Grid 003DSN13054Branch 002Grid 001DSN13056Branch 001Grid 002DSN13052Branch 002Grid 012DSN13050134
APPENDIX 6. DIFFUSION ANALOGY FLOW MODEL INPUT FILES (FLOW.IN) FOR 11 NETWORKAPPLICATIONS—CONTINUEDYamhill River Network (RM 27.9 to 0.0)No. of Branches 1 * 6 2/will_models/basins/wdmfile/will.wdmInternal Junctions 1 *Time Steps Modeled 2557 * 1971 10 01 00 00 00Model Starts0 time steps after midnight.Output Given Every 1096 Time Steps in FLOW.OUT.0=Metric,1=English 1 *Time Step Size24.000 Hours.Peak Discharge 11000. *Branch 1 has 10 xsects & routes 1.00 of flow at JNCT 1 To JNCT 2Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 28.900 0 119.0 9.50 0.660 0.0 0.192E+06 40.0 0.1802 34.300 0 119.0 14.00 0.660 0.0 0.276E+06 40.0 0.1803 40.000 0 119.0 8.20 0.660 0.0 0.271E+06 31.0 0.2604 45.600 0 119.0 8.20 0.660 0.0 0.168E+06 31.0 0.2605 47.900 0 119.0 9.20 0.660 0.0 0.130E+06 31.5 0.2606 48.900 0 119.0 10.20 0.660 0.0 0.243E+06 32.0 0.2607 51.900 0 119.0 10.20 0.660 0.0 0.815E+06 32.0 0.2608 52.000 0 119.0 10.20 0.660 0.0 0.815E+06 32.0 0.2609 56.800 0 119.0 11.80 0.660 0.0 0.815E+06 37.1 0.26010 57.000 0Branch 001Grid 001DSN10710Branch 001Grid 003DSN10002Branch 001Grid 004DSN10004Branch 001Grid 005DSN10006Branch 001Grid 007DSN10008Branch 001Grid 008DSN10010Branch 001Grid 002DSN10020Branch 001Grid 009DSN10050Willamette River Network (Albany to Salem RM 119.3 to 84.1)No. of Branches 3 * 11 2/will_models/basins/wdmfile/will.wdmInternal Junctions 1 *Time Steps Modeled 2557 * 1971 10 01 00 00 00Model Starts0 time steps after midnight.Output Given Every1 Time Steps in FLOW.OUT.0=Metric,1=English 1 *Time Step Size24.000 Hours.Peak Discharge 19000. *Branch 1 has 5 xsects & routes 1.00 of flow at JNCT 1 To JNCT 2Grd R Mile IOUT Disch A1 A2 AO DF W1 W21 81.900 0 4730.0 5.40 0.690 200.0 0.146E+06 14.3 0.4162 83.300 0 4730.0 5.40 0.690 200.0 0.141E+06 5.1 0.5023 85.700 0 4730.0 5.40 0.690 200.0 0.115E+06 10.0 0.4454 85.800 0 4730.0 5.40 0.690 200.0 0.115E+06 10.0 0.4455 92.200 0135
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Precipitation-Runoff and Streamflow
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U.S. DEPARTMENT OF THE INTERIORBRUC
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Determining Travel Time and Dilutio
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2. Stream-gaging stations used to c
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Page Intentionally Blank
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network-routing models where availa
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made on the main stem at base-flow
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Figure 1. Willamette River Basin, O
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EvapotranspirationINPUTSAirtemperat
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Table 1. Climate stations used to c
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Table 2. Stream-gaging stations use
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Figure 4. Mean annual precipitation
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Major Land Use MapHydrologic Soil G
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0.5 mi 2 , created in the merge of
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Table 6. Geology and soils matrix o
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tion value of the HRU class by the
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Table 8. Selected monthly basinwide
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Figure 9. Location of Precipitation
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Table 11. Statistical analyses of P
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flow can become a significant compo
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diffusion at selected grid interval
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samples were collected at various d
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3,0002,500June 21-30, 1993September
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stream network is shown on figure 1
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122˚30´ 15´122˚00´121˚45´Roc
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123˚22´30´´ 123˚15´ 123˚00´
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123˚00´´ 45´30´122˚15´45˚15
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YamhillRiver123˚45´ 30´ 15´123
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123˚07´30´´ 123˚00´ 45´ 30´
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123˚07´30´´ 123˚00´ 45´ 30´
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44˚15´14166000122˚07´30´´Will
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122˚15´ 122˚00´121˚52´30´´4
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44˚52´30´´45´122˚15´ 122˚00
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observed flow at the Willamette Riv
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DAFLOW model, and peak amplitude is
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20DYE CONCENTRATION, IN MICROGRAMS
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ARC-INFO and Geographic Information
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WILL.WDMData-base file(Observed pre
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WILL.WDMData-base fileSWSTATSFreque
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Jobson, H.E., 1980, Comment on A ne
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Page Intentionally Blank
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APPENDIX 1. STREAM GEOMETRY FOR MAI
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Page 94 and 95: APPENDIX 1. STREAM GEOMETRY FOR MAI
Page 110 and 111: APPENDIX 2. ARC MACRO LANGUAGE (AML
Page 122 and 123: APPENDIX 3. DEFINITIONS OF PARAMETE
Page 124 and 125: APPENDIX 3. DEFINITIONS OF PARAMETE
Page 126 and 127: APPENDIX 4. MEASUREMENTS USED TO DE
Page 134 and 135: APPENDIX 5. EXAMPLE PRECIPITATION-R
Page 136 and 137: APPENDIX 5. EXAMPLE PRECIPITATION-R
Page 138 and 139: APPENDIX 6. DIFFUSION ANALOGY FLOW
Page 150 and 151: APPENDIX 7. PROGRAMMING STEPS TO IN
Page 152 and 153: APPENDIX 8. PROGRAMMING STEPS TO DE
Page 160 and 161: 150Climatemaxtempmintempprecipitati
Page 162 and 163: APPENDIX 10. DIRECTORY TREE AND DES
Page 180 and 181: APPENDIX 11. DIRECTORY TREES AND DE
Page 182 and 183: APPENDIX 11. DIRECTORY TREES AND DE
Page 184 and 185: APPENDIX 12. DIRECTORY FOR will.wdm
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APPENDIX 12. DIRECTORY FOR will.wdm
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APPENDIX 13. PROGRAMMING STEPS FOR
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APPENDIX 14. INPUT FILES FOR BRANCH
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